Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002405 DEA: 022K1804 EFIS: 0225000048
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-
Work Description: HAPPY CAMP 2026 - RTE 96 PAVEMENT REHAB: SHOULDER BACKING, REPLACE AC SURFACING, HMA (TYPE A), TACK COAT, COLD PLANE, REMOVE MARKERS/THERMO, 6\\\\"/8\\\\" MMA PAINT TRAFFIC STRIPE & CROSSWALK MARKING
Location Description:
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
DIME Sample ID: 2026-07-29-52
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: JMF Verification
Type of Material: Asphalt Binder
Sample Taken Date: 07/29/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/04/2026
The quantity of what the sample constitutes: 2 CANS
A brief description of the sample: 58-22
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Albina - Klamath Falls, OR
Performance Grade: PG 58-22
Modified: No
Lot number:
Sublot number:
Tank number:
Time of sample:
HMA Supplier: JF SHEA FAWNDALE
Certified Asphalt Supplier: Albina Asphalt - Klamath Falls - Klamath Falls OR
Multigrade: No
Multigrade Type:
Asphalt Binder Mix Number:
HMA Type: NOT LISTED ON TL 101
HMA Supplier Mix ID Number: NOT LISTED ON TL 101
DIME Test ID: 2026-07-29-52-1
Test Method: AASHTO T315-24: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Verified Date: 08/07/2026
Date Tested: 08/06/2026
Submitted By Organization: CT HQ - Sacramento Asphalt Binder Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: OG
Test Result Compliance: complies
Additional Comments When Verified:
|
Phase
|
Original binder
|
|
Test Gap
|
1 mm
|
|
Test Frequency
|
10.0 rad/s
|
|
Strain Amplitude
|
12.06 %
|
|
Stress Amplitude
|
0.171 kPa
|
|
Phase Angle (δ) (for the 10 cycles)
|
85.8 degree
|
|
Complex Modulus (G*) (for the 10 measurements)
|
1.422 kPa
|
|
Test Temperature (Specimen 1)
|
58.0 C
|
|
Dynamic Shear, G*/sin(δ)
|
1.43 kPa
|
